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16285 SW 85TH AVENUE-3
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Illl.lLl� � ..--I•..• IIl1 OPERATOR SUPE visoR M'crofilm Service Company GJ U N911J.'j9 P1 E tANDY BLVD �'U k 1990 W -�.."........... r,�, .� _. _.....�....-__,,,,,,,�,rr• •u•.- s..sr�..,�e�.ws,�,��•,�, •,.r.-.r<, ►�..�._.�.-r���.f" ... "M:D.�..�*a•u,;ifs,...."................•...__............•-•,.w�e..:.r►--- - ..- ... - - Kodi..lk ' 1 L j ♦ • 1:y•. .i'� ��� +•�' ,.�,• �1 f1� •.• ..�, • AL �YIN +I ,l �.*-`v'i' t ♦� r� /4� " '� j _ ' f .. M � 3••.` ..a., �!'s���r� �•�,,. �t "At'wto +F '�+X� ,t .. t' f, � l �. 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', IfllllllllttfIII llillltill III 111t11111III 1►f�llll�illt{II1111111{�1111111f �1�L1� tt1t111�1�11�.1)11111111!I{Iil��lill{�Itl�llll�li11�Jtlt{1111,��1�1111Ilrflli{11111u��Q{�1t11�1u�{111��j�11����1�111{��1�jj��u��ell�l�j�.�.�U�1�� OPERATOR SUPE VISOR 990 r Microfilm Service Compal / 11.39 M E �Ar,hr BLVD � JUN19 , ' - /'� _ -.�. ... l ,� �%fiyiA-4 ii N�:,i�tLariu l)i�EItUN �i'[12 �...... _........-.. - I�UJ1.]� 15tU _MAI • 1 l l ` - e & 5 E41 i . 1 7L .ajp� , a� ,'. _ 4 FA i1 f I I I t w �'� i rw 1;Ptie Prcoltwrl�tN��r r.i G�•C,7�,,w ! rr/►Gt 1/71 j ��/+ ' •�• G lr h4,_ pr ! .�°� GKN u rr rl ird pp,*H&L I I W J cu cu •a ji.. c +�.N ,�s �.LL e.7 LITLers LL gT004^r�a 00 IIL.AwtHiAb 4•�° ` _ �',.y ((,�.,�i fuly5 7-M 15 �P J lA` q I A TO MAX AMf7�Jr�r� �:.I�dGrF 2f� (l t•�'I RIt+"C MAl�.hrt�R�.. > �j _ t ' r t�/ IJ•Ir, LIQirT�'iCa Ms,YA.L. C.Awl.S I' PJY 'TCI-.la,f 14*r. J —� I L � 30 LJ.L, >ti NX#;A eUIL.6t'ION PRv FI F' Ir-1oj'TALL.'TI.T J \ t;/•� � r (�x1,j-Tf�AN �^ o' vii CsPLu-Lrs KWVE RHA, 0!� �- IOq I I la, E, I . ! I l;.jrl { l.. �� x_..11_ � `I t {� � >< —nsx ��+1w�-1�r� I r � I �" � i � � -'� ��c�. i�,..-.�.�., r � � ���"►��,,,� � -0 Yt. .C-i-a• I ! � � � � � l � I r���!! '.-,;;��,x, I I � I 04 PER i dbLx 1 i _ y _._ - __ — -- - — --- ---- -— ____ - --- __ ----_-- -- —_ --- -- ---- FLOOR PLAN ya 0 1 -O - MOTE. -- gGG gliT.*,A-b, V1JI,HAtA -i4A L F!P'Jt ;Nil�'SS Glr'"j-'�!t t ✓$ �'"! ) !�©R 'Tt�l�>f~T yR.00M k I�N t✓I G:.a Ptd� PRc�v I!�I o� �G-"f'a� �.��..._. .___. I � � L c � rI Oc-Pe, C-- 3u°'� S0'z1 3031 .3©�- Z rp% APPROVED FOR CONSTRUCTION CITY OF TIGARD PERMIT P!O. 3I3.� S' F!- ADDRESS/6.28T..%, .f ui E'Y w.� 1 i l�L _. DATE -80 O (coal I. ----- i t o -, [aenwIT, TSeF* scr fy til 4 !JA�A Sk C lc. WA L_t��_i G®I L.l 1-J G M! gG I revisionsKilsy i J.L. MGw µP►Y'L . Fie LI MA""'L . K'I r�, _47/` >=• nl , M^'T''L,• F 1 N MAT IL•. PI til , , { I aiiImis N B� WALLS _ 7 ��►� EXISTING 'WALLS TO REMAIN of !�'-�''�-r'-a�r tom" �".rG. 1►w WOOC? VAKN - - - H.M P�A11.1T aNe"0%.17d,Wrpcc"-c7R gbrwml . I'�I �FF'IG� * C.AMMT -- 4 ICU aey- t'DO PAIL-.1T a►YP.V'D PA,*3 T. Ufa°, b4t�caSTD. COL��R C" Ham • ' { / I 7-7 _ fxUTUItiE ti/AL.1.� -N.t.C: • oZ !!�!-I°=' �3GH �+ r /�•ty pr,, Hn.M -�4 I�,,t► 1N .3"j G�0 -re f*- ( /b.�`-!'i • DUPLEX WALL OUT L.ET 1 W � I ' � I„�-f R vans\ „�„�:, Irl 1!'4 C�`V l ,"✓fl .q•� � R N 4�M- L. b tJ 1!.!�' SPECIAL OUTLET � �� t --- - "" � _'G �1"41"'tA L'3� 1 �, P.1�!�i'�, t�1 c:>'F.f� CbY'r� �+: P'A►1 I�,�T C X r� R s,JGT. rJ o i�A 1 r.1^j' .. � l FLWR 'OUTLET (ELECTRICAL) - _ _ N _ _. _ 0 I� --� FLOOR. OUTLET (TCLPPHONE) �C IX« EXISTING OUTLET --- —._- _ _ _._ de�ta I/1 AGO p TELEPHONE _ --- --- 18 EXIT L I6H"f El _ - -- --- plan %&*a 1I'•N _0 LL ■ �ygy COV 00.P9*-.APW 00 4■ w -w.r+. ..........�+wu..1r4 .�.-. .. I- fir..... ..-.. +�,1111Ye1���' - .'�-� ,+" �,,:•.. ,,+� �.�,. � •-`RIAi19'!ON - "-_— ` *_r.wr.a.• A•. .Ail... �~ .. i � - •� r �� �1 1 ! / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I I I I I I I ( I I I ( 1 I 1 I I I I 1 I I I I I 11 I 1 I 1 I I ') ( 1 I I 1 I 1 1 I I 1 1 1 I I I I 1 I l 1 I I I 1 tf I ( I 1 I 1 1 I 1 1 11 1 1 1 1 1 1 N T rr ' III � IIIIII'I � IIIIIIIIIIIIIII �' IIIIIII � III � IIIIlI ( III � IIIIIIIIIII � III � IIIII ( IIIIIIIIIIItI I X11 • ' NOTE: IF THIS MICRGFILMFD ►.- 2 3 4 5 6 7 8 9 10 11_ �12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ` THE QUALITY OF THE ORIGINAL 1 D RAW I NG. ---- — ----CIE 62 62 RL 12 9? 92 bZ E2 27. 12 02 61 91 LI 91 SI b I E I 21 11 01 6 IB....,..--Lf- •.t•-.-I9--''I'' IS.•..' t>' �III�I�IIIIIII�IIIIIIL'I�IIIIIIIII�IIIIIIII�NIiI1111I111111111IIIIIIIIN�INIIIIJIIIIIIIJIN�1lIIIIIIHII�IIIlI111111111IllllIIIIIIIIHIIIIIIIIIIIII!IIIIIIII11tIII111tIt1IIIliIilllllllllllllll!:Illlll�lll�llllllli1�11111111111111i�1l11L11J�W11111111111U�J1hUl1�1L�11111I1lllIlUI�IWII:N ti , - C � kXAS Microfilm �ervice Company U ]NI 1 �. 't.= —am �:�i � Kodak mac'. �.�..._.- ' �� ...- .. ... _.. .._. _�.� .. __. _ �►��^-•_ •,,.,,,A1.,, .,i �. ,.-- V k j _ /�' -( � na d-414, jr Jim, k 1 y 1 v I �JJ i a " B�eew6ss / : Y`y ♦ I . . « �- - _,,: . � ..__ � ��_ + a'4• FSA7. . ®'�PJ 9C UL C� �/ r'�' ' i ._. p 428S .W -864. AVIE . . ,_.�,ty►ew...Yr.s _ � F i..:;"' !. •t4iR ' • T^ _ _ _ __ ' !r L f v m rs 1 j DURHAM -- HALL BUSINESS CENTER � GEORGE EDENS • owner C I KOCH • SACHS • WH ITTAKER • A. I. A. • architects -n- ROSE - BREEDLOVE • McCONNELI_ • structural engineers �- �._ Pi�Lnit� � ZAROSINSKI • TATONE ENGINEERS - civil engineers 1C17 270 DARYL B. MAY- landscape architect Z79e S'It'rc�Yo alp ,2-?'I3 Al SITE/ROOF PLAN 8 DETAILS S1 BLDG, A/B FOUNDATION 8 ROOF FRAN;IIJG PLANAPPS VED FOR CONSTRUCTION s� CITY OF TIGARD A2 BLDG. A/B FLOOR PLANS 8 SCHEDULES S2 BLDG. C FOUNDATION 8 ROOF FRAMING PLANS PERMrr NOTES NO.- An)6Us SITE ADDRESSito;g % �- -- -- Cl SITE GRADING 8 DRAINAGE PLAID A3 BLDG, C FLOOR PLANS 8 SCHEDULES GENERAL By ETUJrlrLE -_ DATE A41 PLDC, D FLOOR PLANS 8 SCHEDULES S3 BLDG. D FOUNDATION 8 ROOF FRANiIAG PLANS C2 SITE UTILITIES LAYOUT ; C3 STREET DESIGN -A5 BLDG. A/B ELEVATIONS S4 SECTIONS, FOUNDATION 8 ROOF DETAILS AE BLDG. C ELEVATIONS S5 CONCRETE TILT-UP PANELS 8 REINFORCING I Li PLANKING PLAN A7 BLDG. D ELEVATIONS hiE1 BLDG. A/B POWER, SIGNAL 8 LIGHTING PLAN ALL SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF BUI I G PERMIT / / �� / L2 IRRIGATION PLAN A8 DETAIL ELEVATIONS 8 DETAILS f P12 BLDG. C POWER, SIGNAL & LIGHTING PLAN PLANNING DEPT. 47` / f�s� . L3 IRRIGATION PIPING 8 CONDUIT PLAN A9 EXTERIOR DETAILS 8 SPECIFICATION NOTES! ME3 BLDG . D POWER, SIGNAL 8 LIGHTING PLAN FUBLIc worsts DiPT. I' Date a e f Dp Dat IS 79 �i et •C ' 3 , BUILDING DEPT. L_ L9 Dots TUA.TATTN RURAL FIRE DEP2. By Dat• APPROVrD %71 C::::5'`I:JCTION CITY OY' T1G&W T # ADDRESS 8Y TITLE DATA_ �^v ♦ . 7.11111/IIII II IIIIIII'IIIIITI111111'III IIII IIII 11111111 III II IIII 1111111 IIIIII'I'IIIIIIIIIIIIIIIIIII III I'I'III III IIIIII IIIIIIIIIIIIII III III II IIIIII IIIIIII'IIIIII I)II II IIII III IIII III IIIIIIIII111 b .. . . - • ..:._„�.Y NOTE: IF THIS MICROFILMED - I 3 ,F 5 6 � 8Q 110 II 12 DRAWING IS LESS CLEAR THAN '-- ,HIS NOTICE, IT IS DILE TO TIE QUALITY OF THE ORIGINAL DRAWING. 24X OE 62 92 1.2 92 SZ 02 CE 22 IIZ- 02 61 9I it 91 SI tI •JI 21 II 01 6 18 1 11 ' 19 S b IE I2 I••« d1111II1IN11111UI1U11nulNuluRII11111I1111111I11111PI1I1111I1111NW111WIUL'hlJ�IIIIIIIIIIUIIIIIIIIIII'1!IIRIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIt111I1111111Dhllllllllhlllllllll1111111111U1�UWIWI91YYa0L0011II19�111IWUUI119WW.LW11ll11I191�U11111 JUNE 19 , 19 9 U �.,:;; QI _ _ ---rte-- --f'--------- -- - __ _-' � �tty All ;1 `.. ' A' 1Rnr.~ YrE• ., lqY, j r"�k�ie�•' x ! !fir .• Ohq''`•^Yn .yTt/•� •i A, r'�1� '4 ! ��� ,t �. 71 '! r ' "rX r'� i, i `� �� •;� t(el.F 'r A! r REVISIONS I, , l '' �., ' ,Q1 �;i', �'"r,r-1r�'�; •.•Ah =' J �I tY,.}I�. A� r Imo{ r_ !/• Ct.jj•.'•�7yr _ a', •' a r r r Y!' ` r N rr r• Y ',U �� St�� r • y� �.A',. +N r'. ';. '-T'►.''M,I,� ,�t \.icy, �r^•-.aR'i•'S,fr a ,, c e `• t w � 1�' , hi v, =Y Y /� LlwPVy� Jr [ ,� `cr ,� ytop y •. l''„ TIG rti,P� .�• �o c i1 rEG �,M er .� *A ,tt 1P�.4�4 • f f' .. .L J. , �':M' !• '' � ,�,,j ' h: . r�', � •..•Rt! _•a1 ` ' � °.. -T. r G'� �1 �`}O• - , ,I' .. .. `'' w� YT+� r..t ,�' ,``;'} ,},yY•�'t VeJy�at � q�t � a,t t'-�yyr1 ,` � • r,y h• 1 • � 94&//•�^� • �r. 11 ' � f9 17 a, !lam- eir -1 '.! K,�i ',, i ,1 f .. II 774 �MA. 1 W 1. •. fir: .. ,t , • G +4!"W,,��,td,+tom.• y. I • :rr +. "fi ,✓. � I -71 A..'t•yr...'/ RL) /lt•' �� �'C J _ __.. 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I ! -- --- —.—__ J _ I � I i h I , � � � � i I I I C r/'►r N T) t 71� 05 6 0.7 bs f DETAIL ELEVATIONS �:, � - • C �u�L__j IIS 71 rN L. T���IM.O►.iC (. I4" •�T Y4�I�OA.M IN L C PUR.I[�r — — —'#� --� Gam• Gt. WItClLC 7N !C." .-GD�I.1 PL^N .1 .. _— 1 0 -- -4-1' -1.1�.�MT' " I�pL.P N� �AGt►D s- 12 !T�r 4''�YrIC/�►L PT UV Ri \J �,y t --- \ T�C�G/4 «! * I ' .' \ ! e , ��.h�H G�►LIC�" ►, 1 S '��• - •Gy N Sipe ,( J I CALK• tit-��HQ t _ — N - -40 2K4 bT'JDb / i I—it — .— -_ - ----� --- - - --- .�-•-_ .__ t"!XlS. - u I tl �j¢M011 I I711 P ll N n u p u 11 � ,��—fi--� 1�11�>�•13�� I .� Q � c�.ev, � C�.�v c e.��v (TYF'1 C.^L.) TCM1 f" r° I i 0) 0 � CM a'f't'W N C+LC -T'YP �4 GHAMf. . . ' B ------ - TOILET ROOM DETAILS4 i �Io*mob �L r,.• o 1�4 GI F'F{U\/IC � riil,xjH—;tit pIoIWV � 'J/lLVl: ® idl 1Y>'[ N uG�,TZ� ftlY "TGNv .I-r. I • i �J q u. MnKK I TBM ►r1 GIC. �I�:./ t•/1 A ti U I'�n C:'rJtC!�. MOl1 NT I� l� lb/k��.l(R•II) - II � revisions W ' �V,1. PAC 1,0 - —_ -�- lot, rH TL-T. 2t08.D�e v Y.Ta AfAWLICAW WA,4C �hP 18" MI;,M w��iob.��(j- ', " ` - ,f R1�l.l 1ke2uL. �, Ll►v^TOP•Y 4tool �i rioN �ME.1C1�►J STANp1�,RC ZT�Gt.RF�Et�DW JA4Kl7___ --� _ t { I _ 1 �� 3 GR^b b�lA� ����;Orso ��� �bRIGI� _"---------- y,�N T� � FR RLfl�ll�"GLR , ( �,� ---- 2- ---' I - - _.-.___-- Q►-- ----- - --- `� - -- - - - — -, �- _-- _ —_-�___ � -_._ _ _ , I [L b•2Ci3 ,� Nut b10� GK 40rTb��tlVlGs �T. - , � � * T �1 \ ! -- - - - ff'AJ I- Imo►-rev �� r , ' roc k.o f t-t gT^N p wnt p_._ �~_ ` - I ` A Q r� T,s! H p Pdll V G v ejHlSC� �.. ` / �uM t (4) sr IAIRIbLk 6-1a►9LL ~ r tl 4 cele P•�'.�+1 � _ I -- --__ . _ ---- ^ � - - �_.__.. .�. .__ -____.--------- __� .�. _.__--_-`__ 1 , date O'�,�b���; �4 5 s sheet number - �, . .. G♦ hP ►; ~' r. ` O I .__..._. ....__ - -- .----._.__._.__..-.-__--_ DOOR & W I N O OW D E TA 1 L S NOTd � w"'•.1t�W �CGTION� m^t'�GD oN I�wNCGF� II TR1•- F/►.P� 45D�. Pl�o�►�- �'!OP I�MUr'`•'ICi✓ low Nis. . �/Cts rn1111 AMA A NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 110 I I 12 DRAWING IS LESS CLEAR THAN _ - --�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. OE 6? ez Lz 9,7 SZ Ibz Ez zz Iz 02 61 61 LI 91 SI VI EI zl II 01 -6 9 L 9 S b E Z 1�'.... nI11uI!In�unl•,nlnuluu�nuln11�u11III11I111111111II11111111�1111�1U1I111,1JJ-IMf1111IIIIllllll�lIIIIIIIIIII!IIIII(�IIIIIIIIIIIIIIIIIIIIIIItIIH1It11lIIUII1t11II111IIIIllttlllllllllllllllllllltlJIIIIIIIII>1111/11t11I1111U1llIII1lIIlllJllllllUlLllUIIIIlI1�lIIWIUI► M.,�icrotilm Set-vice rvice„ Co: m,� pculy1990J NE 19 ��Qo , ” 'r. Kuduk GENERAL NOTES & SPECIFICATIONS � Vi Y I fl IOII 6 _M00�iir� 0XV161(M/-1 IM12Rtr Af1D W INWWS A, Furns of Agrermvnt r Standard Pnrm of Anrec•mant DeWltsJi owttsr end Contractor, A101, American Inntltuts of Areditnets. 1, !lough Carpentry'` �- J. Submittals; Furnish ahpp drawings for the various doors and [rawer called for on r ' v' I1. General Conditions: General Conditions of the Contract for Construction, A201, a. � ,-� ;' the drawings for Archlter,t'.. approval prior to fabrication. American Institute of ArDhLt*cts, latest edition. A. studs, Jointer D.P. Misr. 1, )4�. R.O. b. Clued awlnatar 2. C&Wly with regulations applying to label requirements for fire door assemblies and l. Doslsst Cgstb. Indies !. per tI14„>j� JlIM16 e�psrasawfe orale " e. .• hardware. �' we t e r F roo[ glue. enbw l t sltott Orn► ts'r �! • &{99O'Mt,1. C, t't+rmito: Obtain a1! hermits rrtQulr*d far proper p*rformanc* of the work. C. TIP-Joistar Series alyd sis6" Aa SM sitr♦p Nowl11M for tiloltYlMtrs S. Steal' Prise groes cold-rolled, stretcher leveled steel treated at the pill to be I)IV18ION 1 - GENERA R .: U11tLMENT1i approval. true-Joist's also 00 for biE. a free Iran scale, warp or buckles. D Cl �-4•.,.��.__ U. sill plates, canter traates,t�irwMlai or tMsur►Altlad. 1 IC C. Plywood' Roof Sheatb/lmg - SIV C-Y ant. , panel JjWW t 'Sf'l4. j� A. Gages' 1 . fiutsr,:ary of Workr The work involves clearing, alt* preparation and construction of a light industrial warahoaoe complex of [our buildings. 2. Finish Carpentry: 1) Prones, 16 gag*r anchors, 16 a e; floor struts 12 ' Frames, 16 y 11 q q gage; hardware 1 gado in genera 1 ; 14 ( pp W r- 2. submittalrr A. S/diny, Paneling: 2) Doors$ lit gage in gunei al; hardware reinforcing, 12 agage, fled items. ] A. Shop Drawings: Submit for Architect's approval vbpn ['f+)uired under specific 1) Exterior: 5/1" o0aff-Cut{ 4i• or S/8" "��d�A x,•11. � 3 technical sections. ►� Tj 4. Woods Solid cora paint grade flush hardwood. I\ DIVISION 7 i '1URE I'R0T W r N. Certificates' Submit certificates and guarantees when required under „ •ocific --_--�-� - --- >� .� S. Special Boors: Insulated steel flush upward ac-ting sectional, hand operated, g q i technical rectlons and furnish a one year labor and materials guarantee on the L. Inettlatlonr • Crawford Door Co. , Overhead Door Co. , or equal. � �N cork in general. A. Perimeter insulation as detailed. * ; !" G. Entrances G Storefror,tn: 1 '1 C. Furnish operatiny and Maintenance Manuals (3 copies) for the amechInical and *lectr:cal systems and equipment. 8, Concrete Waller .3//" rigid atyrotoaw insulation. f�'< A C. Wood Walls: 3-112" foil faced roll ir►aulatioa, R-11, fiberglass. A. Iltwtraneesr Kawneer Co., Series 190 doors with Style "D" pull 1--ndles. J. QualityControls D. Roof' 3-1/2" toil facet] roll LasMlatlop, Rill, or 4" psi»eagill�pi/ wilding � P. storefront: Kawnver 150 Series. < T_ insulation, R-12. C, Finish' Kawneer Permanodlc" Dark Bronze. A. Workmanship: Maintain experienced personr;*1 for the specific tasks to be Is 7. Hardwares LL performed under various sectipr:s. Work shall conforms to the hlyR9M heat standards 2. Membrane Roofing' Owens-Corning rib*rglas, specification 42• - with wbLto " Id � O of the industry. mineral surface rap sheet. A. Submit finish hardware schedule for Architect's approval. +r"1' A. Furnish a 2 year guarantee for laband materials. 8. Labeled Doors: Per NBPti requirements for scheduled U,L label. v N B. Lines and Levels: Construct all lines true, level when horizontal , plumb when C. General:or or D series US 26d. (� nl vertical, and true to plane. 3. rlasbing and Sheetwetals 1) All lockeets to be Schlege C' D r 2) butts to be Lawrence Bros. , U5 26d. 1 W C. Products: Brand names are used in the Specifications to set levels of qua:it 3) Closers I,CN Sma�thee a U y' A. Cap, backwall, etc.- 26 gauge galvapised, ASr11 A361 with cpttsae"I&I weigh pray color to match door. rY Other equal products will be accepted. S# 4) All other items US 26d as re uireti. 0 t1.2S os.) galvanises eaatinq per AiTM A 5, q DIVISION 2 - SITE WORK S. Coordinate with rooting to assure a wat4w-II q%t Lnstallstioo. g R{ f1 �� I. /"las lit s VJ � � C. Submit a 2 year guarantee lot labac and imbtariaia. O 1. Clearings 4. Seelantat A. Warranty: 2-year, -r• ■- General: All glass shall comply with tie highest commercial quality standards. "'Q 3Z A. Remove existing topsoil and any foreign material. Excavate from foundation, A. ElastaMesio Cast'owtdst 'Atio-'plrt pOlysbitider �(� . . Glass to be factory or shop cut only. Frirnish required naskets, setting K 0 Q footings and paving as indicated. Stockpile topsail to be replaced in planting . ��;� ��j blocks and • era. Class A. Ca;epr MtRj+�rll„ 4 U - per Ardklltttrot si traZv�slfew C. chest O areae under landscaping a3ntract. a. joist riilert � •� � 11 P.P.G. [nduetrlew 1/4" plate. iD CteeM 4011 Fwlyet leo* rws), 'ltistllM Ilea tget+/.tt {w! ; t O Ncc Z. T , Z) P,P.G, Indt%striae 1/4" tempered plate or safety plate, site Utilities: • a ( 21 dsrp�tr'erftible tbs ITllleat !F � t 3) Mirrors: 1/4" plate glass, electrolytically copper backed, No. 1 glazlnq 7 quality. A. Obtain all necessary permits for capping, r*npv,Al and relocation of existing •j , w'" '- " ; ' . •-, - - __ -utilities and perform work in confot-menoe with directions of that regulatory ` agencies involved. 3. Paving i Surfacing: New Asphalt Concrete and Extruded Concrete Curbs. t • r D�,M IO1 FIN 1!!.9 (Color seleot4pa by Architect) A. To grades shown. 1. "Daum No 11 bogrrdr US Gy*stsr "rireoode' 1/2" thick at welly and ceiling except at a �t•' !��, '� , ! e gtta! one hour parrtitios trhlcb required 5/8" thick. Use water resistive r B. See notes end details on civil engineer;nq Sheets 1-3 thio set and architecturrl h board 1111 restroons. drawings. ,,: � .. • � ._ - 2. i nil t rloorfng: 4. Site Improverentsr Landscaping with irrigation system by Owner. This contractor 'ti, rj to furnish and install fescing as shown. Fencing to he U8 Steel Cyclone I1 or equal. . f , '. . ,� A. Sheet Vinyl: Arsratrcq; "Paleatra" vinyl Corlon. Aw S. Notes Coordinate with separate cont rector for landscaping to enable placement of s. IMLbbor base: 6" Btwks._ '< ,W �• .Y- -• ' •� � , •• j �-- r sleeves tar subsurface irriifilatina piping prior to final grading and paving. E. Mailboxes: See architectural drmwftgo. I A. Exterior: DIVISION 3 - CONCRETE Wood olein,, g and trim &elei-trans parent stain. "Cuprinol" or equal. w 2) Coosets Walla: W. 11. Grace i Co. "Horntras". 1 . fast-in-Place Concrete: 3) Metal Doors, Frames, Flaahittg, Downspouts, A"Loa, steel; primer, 1 coati metal enamel, 2 000ks. A. Concrete per ACT 301, 3000 p.s.i. at 28 days. s. Interior: S. Reinforcement F,er ACI 301, 315, ASTM Afi15. 40,000 p.r.i, furnish mho{: drawings. 1) Walls t Ceilings of Toilet Roomer Primer-sealer, 1 suati enamel undercoat, s+ 2. Precast Concrete: Furnish shop drawings. 1 coati enamel, 3 coats toll-based) . 2) ()cors, Frames, metal; primer, I coat; enamel, 2 coats, 3. Concrete Finishes' 3) Furred Walls: Primer-sealer, 1 coat; enamel undercoat, 1 coati enamel, O - 1 coati (water beeed) . A. Tilt-up slabs - Board formed at exterior side. - IUVI0100-lb -• SPECIALTIES - See Dwq. A-6 for Toilet Specialties, B. Floor slabs - Steel trowel finish. W. R. Grace Co. "horn Clear--Seal". C. Exterior Walks - Broom finish. dtVIISIOM Il - 14 - (Not in Contract) 2 DIVISION 1 - MASO4IRY (teat in Contract) t IS - MSCIE't"TlI IANICAL AND ELICAL W • - - . DIVISION S - t4ETA1,S 1. ftsign of work to be provided under these sections to be furnished by the sub- 1. All work per A.I.S.C. specifications for design, fabrication and erection of standard oonttractore for this work based on criteria given on Sheets Merl-3 of the drawings. steel for bu�ldings, I f aProt& �NQ ( 41�L. &Msigns Must .•owply with all applicable State and Local codes for these types of (j fe t�� WK ,�1 x�ttt�m �� F work. Mrior to proceeding. Architect and Owner must approve designs. Z. Furnish Shop Drawings. �,rr -"t►l. ICAW WIVUt� (P,I11 ^dA1L, r a/ -011 at„A. Ir�.�tv>✓ w�,l.(. Q'i U ftA, CwALV. TXAJ lk ArvCit C'rr �t�it�ltalC:. T1011 PA-1 r.tT - in C3 --; - -- - - I PAI n1 T) I I >/q e te of!• W_ + - ° A. r _J 66 1 _. � � ,l �I 1 � r 1 � a✓', - 416x24 rs,�•L.V. `. . I t��C Aolk/ `- _ D. ► • ( P1.1h•iT� ,, �T TUI4►L t6Tc�tuCT � --- ♦ r1bt:ONrJGG It!D owbi'4' s ►per �- r --- ? Orew Cr G Zt.L Z y 17 >�� To =0r�' ,_� CLa,Rt.� III ��le,% rc3•lr• ^7�eMd1_Y k YI :i GNAMAR �D�tr � C� � O 2 HR .W LL G, L1CONNm V-0111 - . . A II_ 4) l t I �- _ --_J a) 10 13 9) pts 1 ./ /� Gps.. ' G 2�*�y'�/b' � T, `� `• � � alw�rJv G>f�N�G - •�--•--- tlG,�trJn.,pO sl'c1 . ti , c. -- -- I GL�.TaJ` e► cures-r-ur lir I Z 0 rtG/l.tr7 Z, 77, '4,. 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OE 62 82 L2 92 SZ 02 E2 22 IIZ� 02 61 Of LI 91 SI bl EI 21 11 01 6 I9---•1••--'t--- 9- I' 'S-•- ' Ib EI•. •I'' 2 1"ru"' still uul n11II unI un)nuI nnI nut u11a11n111u1III111)IIIIIIIII p11I)ltLllUl�hlJ�lld11111IIIIIIIIII�IIIIIIIIIIII!II UII�III�I rIIIIIIIIIIIIIIItltlllllll111I t1111tltfllllllllllllllLIIIIIIIIIIIIIIIIIIII�IIIIIIll111LI11llilllll11W1111i111111111111111111I1L11ll�U11111l111111hIlIII�IIIlUI1111 - � � � Microfilm Se ice Conipan; I �qNE .%W)l lir IO , •/ JUNE , 19 9 0 unrwn rt�t� �: --' Kodak wimp k I ' � GENERAL: _GENERAL STRUCTURAL NOTES -� O ! 1. SOIL PRESSURE ASSUME 000 P F L.L. AND D.L. . , PFR FOUNDATION REPORT PREPARED ( i i BY NORTHWEST TESTING LA ORIES, "MR. GEORGE EDENS MINI-STORAGE FACILITY, S. W. 85TH AVENUE AT DURHAM ROAD, TUALATIN, OREGON. " D C 2. FOOTINGS TO REST ON FIRM NATURAL UNDISTURBED SOIL . NOTIFY ARCHITECT IF OTHER CONDITIONS ARE FOUND/ 3. VERIFY ALL OPENINGS IN FLOORS ON ARCHITECTURAL , MECHANICAL , AND ELECTRICAL i PLANS. I 4. SEE ARCHITECTURAL PLANS FOR GENERAL DETAILS AND DIMENSIONS NOT SHOWN. Lu _ 5. CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS. ] - 6. DESIGN LOADS: 25 PSF L .L . , 15 PSF D.L . , WIND PER 1976 UBC TABLE 23F, azlf j SEISMIC PER 1976 UBC ZONE 2. v W 7. NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN A ONE TO ONE SLOPE (U >CD TO THE BOTTOM OF SAME. <1 N TRIMS 'A'I ---- 3ZIIGT'I"pICAL. 8. BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO Q N BOTTOM OF FOOTING. `�L"E SN3', ISZ' X012 nf:�l IJ PF-TAILS - 9, WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS AND SPECIFI- CATIONS, THE LATEST REVISION OR ADOPTION IS INTENDED UNLESS SPECIFICALLY3 ;, F DESIGNATED OTHERWISE. LL CONCRETE: 1. THE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI-301 SHALT_ BE FOLLOWED EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN UJ 4��1 C-+�L 8J'/�. �G�Z Q'-L}n " �OI/Z G a3/ K��I/t� THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF THIS CA M GA fvl Bf-R I :.AMB CR I I� ' STANDARD FOR READY REFERENCE ON THE JOB. U-_ 0 2 - B E:R I �N/IB E I� 2. STONE CONCRETE TO BE f = 3000 PSI AT 28 DAYS PER SECTION 2604, 1976 UBC . I --�-- `'` 3. CONTRACTOR TO FURNISH KTAILS FOR PICK UP SYSTEM TO BE USE[, FOR TILT-UP L. J O j WALL PANELS FOR APPROVAL. 0 Z I BRACE ALL. r';�3fS ~1 7� �-YWGbO 4. CONTRACTOR TO PROVIDE ADDITIONAL REINFORCING STEEL AS RE UIRED FOR LIFTING I THIS BL_� -(P I 4z/IG, STRESSES IN TILT-UP PA ""�"� "" -� _j 111 s�E 11 I ! N i1 U I- I1 li l _ - - i ♦ / / i �� I I IO�e, ry a.c Z REINFORCING: 0 �O 5vPFGreTE-D PARE 5 - E G E51 1. ALL REINFORCING STEEL TO BE ASTM A-515, GRADE 60. CO a ID Co o,c. 2. UNLESS OTHERWISE NOTED, SET MAIN REINFORCING STELL 2" FOR FORMS FOR COLUMNS �sT NrEZI�I�DIA'T1_ OR SURFACES EXPOSED TO WEATHER, 3" FOR FOOTINGS AND OTHER CONCRETE POURED �. �1�� K IZ G '_ �I�j x �Z G t_ 3a�12; . , I SUPpoRTS AGAINST EARTH, 3/4" FOR WALLS AND SLABS NOT EXPOSED TO WEATHER. 3. PROVIDE 2'-0" X 2'-0" CORNER BARS FOR ALL HORIZONTAL WALL_ STEEL AT ALL =u CORNERS AND INTERSEC;ION . I 4. SPLICES SHALL BE L�F,MPPED THE GREATER OF 36 DIAMETER OR 2 ' -0" MINIMUM UNLESS- DETAILED NLESSDETAILED OTHERWISE. 41 5. UNLESS NOTED OTHERWISE, PLACE 2 - #4 OVER, 2 - 4t4 UNDER, AND 2 - #4 EACH �rk; I 3 SIDE 'ALL WALL OPENINGS; VERTICAL BARS STORY HEIGHT PLUS 2' -0" , HORIZONTAL �1� "�! - 5d 5� BARS OPENING PLUS 2 - #14 VERTICAL AT ALL DISCONTINUOUS WALL ENDS. STEEL: I 1. ALL STRUCTURAL STEEL ASTM A36. DETAIL, FABRICATE, AND WELDTO AISC SPECIFICATIONS. _ I 2. ALL STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A501 . 1 TIMBER: ! A 1. ALL LAMINATED BEAMS LREACCORDANCE9LROOF FRA M I N G PLA N BC SNDARD2OOR5-11, UNESSNOTED OTHHRWISE. UEATERPROOFGUE W + ' 1 I��� UNLESS MARKED OTHERWISE. SEE ARCHITECT FOR FINISH DETAILS. I � i 2. ALL POSTS TO BE DOUGLAS FIR NO. 1 GRADE, ALL OTHER SAWN LUMBER TO BE DOUGLAS FIR N0, 2 GRADE, PER UBC STANDARD 2.5-1. 2 I 3. ALL PLYWOOD SHEATHING PANELS SHALL BE CD GRADE WITH EXTERIOR GLUE AND SHALL , BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL CONFORM TO UBC STANDARD 25-9. I I i II 4. ALL BOLTHEADS AND NUTS BEARING ON WOOD TO BE PROVIDED WITH CUT WASHERS. Z4.0'' •.,•. 2¢I Q" ! 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Nailing to be in accordance with Table 7i-P 1416 edition �� -- `� aOvJGL_ 0� (j' I,, "C-k-uP rtan7 -.- ` ., FULL_ i•�E�7"oF wA.L.►_ DOvJ6el.s `• �,�„G � - , I Uniform Building Code . Q i The work under this contract project is to in,- lade all labor , materials, B. All wood in permaiet►t contact with concrete to be pressure treated with a tcansportat ion a ui meat super end seri:es nece3sa; for • 7 p Y water-borne oreservative ' accoc-lance wit'7 "Standard Sue_ iEicatinn for 1 �_ --� and reasonably incidental to the completion of all cr,nst ruct ion work in " - 4 s o a ° _ _: -�� -' a _ • Press ,re Treatiaeit of Timber Products, ASTM iesignation 0-1150. _ a � y�__ -- � `-- r', ✓" connection with the d,rasrings an•i spec i E ic:.t sous . - _--m �-x� =r �_�. _--- --- . - _-.__: L - _ Coordinat ion: a _ __ __,_ __._ �_ - - • I� _g 1 Thermal and Moisture . rotecti•-)n - - A. The Contractor shall verify and confirm all dimensions and conditions .I W�LP E's^ LEcSI T`(p. I!)EG► C) LEC• Tc I�II_L._ J v i I•�- '�-.' •q•s;' •�,�5 - ,�G 1 1 �I • ,, st thovct or implied on the drawings r.nd soeciEicati.ons as well as the I . Roofing 4 ply with white cap Aheat Class B . physical conditions of the site. notify lrngineec of discrepancies 2 . Itsulation: �O "IQ'r n �'- - �_� ►a prior to start of work. Taj Esl?C Ir ISL A. All insulation to oe U.S. Cypsuo or +ens/Corning Fi erglas ir,sulatiXis. I c�•l i L" 0,f B. Contractor shall coordinate the work,�of All subc -)ntract.rs to prevent Flame spread rating of ?5 or less and spoke density not to ex;eed 450. - ' �/b L- d•4 �T ""�� -" �4 �' R, d :pl scat ion of effort and to insure proper requen:e of petrel >ons . 3 . Poundal i un insulation to be Seal board . v � i,� P": 3. Applicable Codec: All owteriala and workmanship shall conform r^ rhe v ' 1 "� I _ `"" ' y' 4 4 P 4. Perimeter wall ins'llation to be of _srethar.. insulati•on . (voN) Uniform Building Code, applice.ble State and Federal safety orders �, c4oN j ` 1 Y, S ti All references to codes, sptciftcation&, and standards shall mean, and )Dors, Windows and Glass � are intended to be, the latest edition, amendment end/or revisi.)n of such �- - - 1 --- ♦ - W �.� 4. . i ` T refecencr standard in effect . I . Doors and Frames: - w __ _____- ___..-_ _ t M x �� •� i 3iceWork A. Sae plans for sizes and types . LC7C•,a►Ya �•�JGNC P�F_ f1N1�1,.� _ _ ,Zx �•L , ,I�► �. B. Metal doors and femmes shall by Steel-Craft or a7pr•,ved eq :al nonpanPl , f�'IIG '►-��I!�IHT' 4 I'-►'�" ��Lr�V•/ { � 1 full flash tyle, or approved e,;ujl . Daorq to have 30 gi ,gr steel s� 1 , 1 1 . Allowable soil bearing pressure: 2C00 Pat, and frames shill be 19 ga•1,� keel with miter:j All Wel l�! i corn-rs . I I 2. Remove paving fr.rs buit,ding site. C. Wood doers to be solid voce ; fra•nFs t�o be finely. NAL . t": i• i-� 1 . trading : Grade areas designated to elevations indicated. � �, ._:.. - _. . �� _ . +I �� •�ri}:;� I'�.°D.(�• .4. Exc#vacing: Exc;Avate for footings , piers , slabs , paring and other improvi- Mezhai ' :al (� .e crate Permit ) k I �`�� �© SGF�L-M• I''� I'-c">`' meats to sizes and levels shown or required. Allow for form clearance and for proper compaction of req,Aired bac'kfiIIirg car trial . All footings 1 . Ce^ern': : to bear on Firm, natural . undisturbed soil free of ore;anic material or A. Make installati-)n of all items in comolete sc�nrdance with all codes ar ------ - ---- -- - - � � , 2> �j7 f I� I �1 I ;Yr ��� an engineered fill . 4l1 soft , wet , or soil of unusual condition shall regulations set forth by state and brei authorities . „ f o r------ 'P �'" �y,� 7iJ '-I, be excavated r.ed ve Firm, natural , undisturbed sail . ,+kll organic material B. HVXC contractor shall submit drawings 'sh)wing unit heater l•ocsti•.)ns,:hall be removed from build IL q and paved areas. etc . plea fixture *aan ,facturers and cstatog nvnhtrs and coca, S ,bmitcals -~-~-- - i. Backfiliing: shall be •oproved h ^.ontrs -tir and Engineer prior to start of work . / !', ,�/2 .y�a��'c,Tsd{, y �++ / • .1* - I / 40 T A. Htckfill Materials: 5elect��d natural fill material from an sit: excava- 2 . A. Codes: Hake installation of all itemsin complete acc3edanc,e with c�,�1as 4 ''>~�+x ��� V�EL•� � Slog' �/�'s �t[�' X II'��,"'"� � � � y%Q.''� A(7C„�a "O-(�, tion or off site borrow, shall consist of the following or a blend and regulations set forth by state and local a°,thorities . W/ 2 ' 1/'l' R l�j A�Gr+o�es e I '�/ q� f+1 6• , �x fi �-,r �D f I -- -� n� � 6i►'A11DtL � thereof- (well graded granular pit run, or bank-run sand, and/cr S. Subsite-la: The plumbing contractor shall a•jbmit drawing showing piping (►^'�h.�• %'' S1°asf�GF� � 4`dr _ - ravel : small cobbles u to 1 1/2 inches in maxim,rn size with not + P g P locations, sites, and arrangements plus fixtures manufacturers and n 4-� �-� - �+ ° to � { more than ton percent ( 10X) of fines passing through a No. 204 sieve : catalog numbers. Submittals shall be approved b n inert before 5112 GO G 1L- 'UI'° ` PP y = s T Y —_ _— or approved on-site excavation materials) . Under slab granular f • ll starting work• I Z ` a 4 ; � shall be of 3/4" crashed rock free of organic 1 ~� I f C\ 1 / o g c stateria. . Granular 2_ , `'- 112 �lEaln l��t)L• Fill bane under footing*, in locations as designated on foundation Electrical. (By Separate Permit) L' s� .p plea, shall be 1-1/2" minus installed io 6" lifts compacted with hilnd vibratory compaction method. 1 . General: .lectrical Contractor shall submit drawings showing electrical � p s s y r B. Compaction: Areas beneath floor slabs shall be compacted to a dry wiring diagram, serosas anal li bean layout, and catalog cuts of all / density of 92 percent of the �iseuw dry density. As determined by fixturee for Engineer's approval prior to start of work. Make installation acodiE>;ed AA511T0 method of c.Ampactioa design T1@0. of all it+ats act complete accordance with all codes or regulations get forth p ,/ • " Backfill Gifts: Ptecs> layers in maximum B" thick lifts. by State end local authorities. 6. Paving: Caeaply wit% "Asphalt Paving lostitute of Oregoa"' recommended �-rel"ul -- -- design and construction procedures. latest editiou. Provide paving for :sprinklers � 17 A,2l/20 x1/4 Z_ all areas specified - 3" unloaded truth area, 2" auto parkins. 1 _ 2� A aL� n� l I _4 7. Pavement Marking: Apply 4" aide packing and direction .lines where shown. 1 . Building fully sprinklered in accordance with NFPA 13. 100 percent _ - (#=#1 - i Use Rodde Paint Co. Mo. 671 , wi ite or yellow• sprinklering to be maintained. ��- ! -= ; -^ Q=' = t _ r -2Goc�A l_V ,_,,nereta 1 . Co es a^j Scan3ar s. All concrete v_-:c Lo cum 1 w' th t 118 "Bvit•! .n - -T -- 4 ,+ •+ .:c p y ACT ., g � r~.�r�rIL I-�c �.I� �i�I•=. �/•G r.�-tc..�I r"!✓� -� l � x�"x I��„'L YJ/ ���'' � x (a % I _ 2� ���'I�� ���� I N � 1'" Code Re.iuirements for Reinforced Con,:rete : ACI 306 "Raz)mmar.ded Practice ,- +'for Cold Weather Concreting: and ACI .305 "Recoame-�ded Practice for Hot -T GL E-_C_7 ' --1 T ' "/ �,� '��'t''L'�' Weather Concreting." ` ` 4 ❑ D.S. — +� 2 . Notification: Notify Engineer forty-eight (48) ;tours prior to beginning I"� e a . • e - � u a • -o� I r� �y /` �•-- � / + pouring sequence or by his request. I� -- 3 - Concrete strengths: ° • ' • e� _ ° o c n �. - u f /7 x r7 r.. Footings and Foundations : f` - 3001 psi at 18 days, with maxim.m sl,.imp 4". 4�.- - --�_� - .�• -- I 1 � �_._ 01 ''� x I•�' "'1/Z �'4' B. Tilt-up walts, pilasters ani floor slabsc : f' r 3000 psi at 24 days, I o a 4 ��Ir� 5LAr i with maximum slump 4". ° (� / o I' I �x1Q 1�. G YJ ?7/ X IO`'�• i + 4 . Cement . Standard brand of Portland c-!=,?-it per ASTM C-150, Types I or iI ;l iia --- /'� I, p�1 r _4 I ./ e� jL 11 at Contractor' s option. Use only one msntifacturer s stindarl bran_ , type, »_ . _ 1 _ �, , !�oH-�►� MrJh -• n+.+-t• -,r• -JC-- ' and grind throughout all work of a particular type. � _ ___ _ __ _ _ _-. ---- - _. __ _...._ _ . --- --- �► S. Water: Clean, potable, fresh, and free from injurious ano.nts of oils, � EL. F 2- q- � a d _ f I L 4 L acids, alkalis, organic materials, or other harmful substances . t v V� 1"� wi �' e �� ItJ I 5. Admixtures: (agents shall bath oe from the yams manuEacturrr) . rled ( a A. Air entraining agent: Per ASTM C-260. i � e F,- .y7 B. Water-reducing agent : Per ASTM C-494, Type A, can no caici :cp I� j �� �Oi ___ �L_ gyp,, ( it ` I� chloride or other accelerating or retarding, agent . IL.F-,St�l� I ��LL l✓I�l " N � --•---�--- _ _ 2 -(0 4 -•�- �. ! I�Z 7 . Aggregate : In accordance with ASTM C-33, saasimuan sire I-1 /2 and incl'ading sand, but in no case larger than 1/5 of then narrowest dimensions between l �/' I �� -•r-� I , ` I ��~`�� ��'� � ( I j1 t sides of the fomes of the member for which the: concrete is to be used, ' 1 `' _� 8�•� oar larger than 3/4 of the minimum clear spacing between reinforcing bars. It 3. Re in forcemeat s: All bars for reinforcement shall be deforatd, intermediate �`-� , I )�1 77 grade steel conforming with "Specifications for Billet mod, Concrete , - - - — ,, I I I � ��� h.Qoplt•1r� l� �F' 'E� �� Reinforcing Bars, AaC1K C-615, Grade 50 (miaislw of 50,000 psi yield strength) , ties and stirrups to be Cradt .40. Minim,.= barlaps at splices per ACI Code { - Chapter 7. 77 I i , ---- -.:_. �i _. _ _..__ - _ __ .. -�'�:r • 1 _ ..... .,.. __..,..__ ..._ --�_ �._ I � ..._.__.._...•..:..�__: it ,_......-�.._.....�..._.: „ :.:_...._._r. �.. ._._... ... .:.._ ._.:� �''• � x 1 . General: steel shall b detailed, P „ All structural h e sled and r Iced in accordance with AISC ssanual latest edit ion. 2 . Structural and Miscellaneous Steel . At�btl..6t :s� I - _ _ � Y' ToOL_ G •.rOi� -r -4- _7_ A. Alt steel later flat bars. p t scraps, and struct-,ral sections shall be AST14 A-36 unless noted. B. A11 tube colantns AS[M ♦-SOQ Grade ">!'•. _ - ____ _ _- __ _.. ___. I • .M __- _ _ N a , o C. All bolt* ASTM A-307. !f. Alt steel l.4 stave one shop coat or to be galvanized if noted. - ` - ----.-.--- - -. _._____ _._. ,.___ _�_ ...__.___,• 1\ / IUj B. All steel c,� _�V __ ._.._.. _._ _..___...__._._..______.__.__ �__.._.. ' ! j __ ''xJ'/2"x24" b added in srawet, rock, and/or earth to be coated with asphalt • w - „ „ ; �• It- �11t weld• >E.7QiQ per AHS Standards by cor.ctified welders 114" fillet weld _ _.__._..._....._.__� c,vical unless, otherwise noted. /, __ _.__ ___-_ _- - �_ _ _._ . ._ ♦ -- - rDL.U�1t-1 I/ L.•c, _LLL ol•l� et-jr -- pod Framing _� � 1 . 11 l 1 a i n 3 C e". beam 9 to be Io,,�l a; o _.._..�..._._-_ � `'� ". a Fir with 0) 400 ps i ser RITC I 1 J Y �,(>=LS �i�j�- t• ��G PEr��FLUL p�� W specification. AnnA.arance grade to be industrial. I T'�P �d'T'I�G1 '1'O JO,rl-f- ' 2. Ail 1'.nnber spears and grales tri be as follows: II 1 , a. Joists , beams and stringer% . . . . . . . . . . . . . . . . .Douglas Fir I2 II I `- ( 41/2� Y, 4 X �L� �I r%� L .. 5 nom. and �reac,er bears and stringer+. . . . . . .cMuglss Fir it I W/ '�jj',¢.'' I°jnL'' �j I �• �JrL1.,. L, Vp'�,"�- ' �N i %�M ;BVI IJ Ga �• 4 ���'-%T i�%,T1 -�f� I�'>I ;tel I b. Bucks, blocking, bridging and eisc . . . . . . . . . . . .Dou Fir or Hem. Fir 3 II1 II + I - - - — - — c . 7_ x 4 studs. . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . ..1o•ig Fir "st'Ids" or std. H H 071/21 X H X I/.." r_tE Sc,ALE 11 L} R better W/ ¢ - '��d- X (U' r•�jLT'S „ d . ? x ) ," ,ds and l arg.�r . . . . . . . . . . . . . . . . . . . . . . . .'ks'Iglas Fir. 1? ly,�"% �„ e-) 1'-C)p I'-O" 9u 9s, I1�`', e. 3i:l3 , ledgers, platen, etc . embedded in orS i- -�` �`- - -t---t---f# raL+ _ I 1 Lo in contact with concrete. . ,. . . . . . . . . . . . . . . . . . . .Press. tceat�d '1oug. Fir f2 E. Poats . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lo ,gla' Fir 1 Cn L a n c /a w �/4 - -- -°4 r 2 -0 1 /4 x I -/ r SOL P.TIo!� ..loft o w, pI 1, TYF �EL_ "c�Nr1 ✓ r�t..p.e� — c LL_ At - :�L !E, t--rzec-rer � I � � J �,►� Go 4ln.x�" r�+��'� � ,� . ..,011 ,�� _� z s. �- w �• W �`�'�, 1-- _ GAN . 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IT f'; L'"F TO -_ -1--_ - I - -- — THE QUALITY OF THE ORlu'NAL 4 Z Z LL Z 4Z fZ Z Z3 TL L 6T T � L1T T t t t I l T I 8 r8 L 8 4 1, S L Q�AWING. 1 , I ' ,.I ► 1 ' ► 1111111 �1I11 IIII I IliillililllilliiillI IIIlillililllilillillllliillllliill ►I►llillilllilllilliiii�lill } IIIIfIIII�illl lllt�illl Illllllli IIIIIIIII illllllll Illilllll IIIIIuIi Iiil(I,I.�IIIII1II IIIIIIIII 11 IN IIIIIilli It ,1,.u�1lIIII.II 16111111 Il nl IIIIIiil�liliilii I hill JUNE 2 5 ) 1990, M t0j"l, Z_